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---------------------------------------------------------------------------- <br /> »»>COMPUTE-"V"-GUTTER-FLOW-TRAVEL-TIME-THRU-SUBAREA««<- - <br /> UPSTREAM NODE ELEVATION(FEET) = 36.00 <br /> DOWNSTREAM NODE ELEVATION(FEET) = 34 .00 <br /> CHANNEL LENGTH THRU SUBAREA(FEET) = 1000.00 <br /> "V" GUTTER WIDTH(FEET) _ .00 GUTTER HIKE(FEET) _ .001 <br /> PAVEMENT LIP(FEET) _ .001 MANNING'S N = .0150 <br /> PAVEMENT CROSSFALL(DECIMAL NOTATION) _ .50000 <br /> MAXIMUM DEPTH(FEET) = 5.00 <br /> 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.270 <br /> *USER SPECIFIED(SUBAREA) : <br /> NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) _ .0500 <br /> TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC. ) = 5.20 <br /> AVERAGE FLOW DEPTH(FEET) = 2.84 FLOOD WIDTH(FEET) = 11.36 <br /> "V" GUTTER FLOW TRAVEL TIME(MIN. ) = 3.21 TC(MIN. ) = 23.20 <br /> SUBAREA AREA(ACRES) = 12.95 SUBAREA RUNOFF(CFS) = 25.87 <br /> EFFECTIVE AREA(ACRES) = 45.43 AVERAGED Fm(INCH/HR) _ .05 <br /> TOTAL AREA(ACRES) = 45.43 PEAK FLOW RATE(CFS) = 90.75 <br /> END OF SUBAREA "V" GUTTER HYDRAULICS: <br /> DEPTH (FEET) = 2.92 FLOOD WIDTH(FEET) = 11.68 <br /> FLOW VELOCITY(FEET/SEC. ) = 5.33 DEPTH*VELOCITY = 15.55 <br /> FLOW PROCESS FROM NODE 2.14 TO NODE 2.05 IS CODE = 9 <br /> ---------------------------------------------------------------------------- <br /> >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< <br /> UPSTREAM NODE ELEVATION(FEET) = 34.00 <br /> DOWNSTREAM NODE ELEVATION(FEET) = 30.00 <br /> CHANNEL LENGTH THRU SUBAREA(FEET) = 900.00 <br /> "V" GUTTER WIDTH(FEET) _ .00 GUTTER HIKE(FEET) _ .001 <br /> PAVEMENT LIP(FEET) _ .001 MANNING'S N = .0150 <br /> PAVEMENT CROSSFALL(DECIMAL NOTATION) _ .50000 <br /> MAXIMUM DEPTH (FEET) = 5.00 <br /> 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.133 <br /> *USER SPECIFIED(SUBAREA) : <br /> NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) _ .0500 <br /> TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC. ) = 7.10 <br /> AVERAGE FLOW DEPTH(FEET) = 2.53 FLOOD WIDTH (FEET) = 10.11 <br /> "V" GUTTER FLOW TRAVEL TIME(MIN. ) = 2.11 TC(MIN. ) = 25.32 <br /> SUBAREA AREA(ACRES) _ .00 SUBAREA RUNOFF(CFS) _ .02 <br /> EFFECTIVE AREA(ACRES) = 45.44 AVERAGED Fm(INCH/HR) _ .05 <br /> TOTAL AREA(ACRES) = 45.44 PEAK FLOW RATE(CFS) = 90.75 <br /> END OF SUBAREA "V" GUTTER HYDRAULICS: <br /> DEPTH(FEET) = 2.53 FLOOD WIDTH(FEET) = 10.11 <br /> FLOW VELOCITY(FEET/SEC. ) = 7.10 DEPTH*VELOCITY = 17.96 <br /> FLOW PROCESS FROM NODE 2.14 TO NODE 2.05 IS CODE = 1 <br /> ---------------------------------------------------------------------------- <br /> >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< <br /> >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< <br /> ---------------------------------------------------------------------------- <br /> ---------------------------------------------------------------------------- <br /> TOTAL NUMBER OF STREAMS = 2 <br /> CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: <br /> TIME OF CONCENTRATION(MIN. ) = 25.32 <br /> RAINFALL INTENSITY(INCH/HR) = 2.13 <br /> AVERAGED Fm(INCH/HR) _ .05 <br />